Quantity Calculation (Fel) Rev2 (OPTION 2)

Area: 1,856.13 2039.4923833distance : 197.88

Excavation 3,824.05 2,039.49 1.5

Fill 3,824.05

1st layer 815.80 Item 201 2,039.49 0.4

2nd layer 815.80 stabilizing layerItem 201 2,039.49 0.4

CBC 611.85 Item 202 2,039.49 0.3

JPCP 556.84 1,856.13 0.3

TS85 4,078.98 2,039.49 2

x 60.12 40.02 60.72 60.24

TX160 4,116.53 2,058.27 2

Weight 0.222 Kg 0.888 kg

6mmpRB 2,131.71 480.34 0.75 2842.275

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

12mmDRB 1,126.11 999.99 1,126.11

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

16mmdRB 1,142.31 1,793.43 0.60 1903.85

y 34.47 34.22 33.99 33.75 x 60.12 40.02 60.72 60.24

L1 L2 L318.223 56.47

Excv Drain 1.4 35.71708 110.6812 - 1.4

STRC Drain 1.8 28.7012251.75

DEM 18.223 27.33 1.5

RSBLength # Total Length

basebot X 2.05 18.223 92 188.6up X 2.05 18.223 92 188.6bot L 18.223 24 7 168up L 18.223 24 7 168

Wallvert 1.7 4 122 829.6long 18.223 24 64 1536ties 0.35 12 122 2 1024.8

Topbot X 1.4 18.223 92 128.8up X 1.4 18.223 92 128.8bot L 18.223 24 7 168up L 18.223 24 7 168

RMC 33.10 base 18.223 0.4 1.75 12.7561

wal 18.223 0.25 1.4 2 12.7561top 18.223 0.3 1.1 6.01359

Forms 132.59 0.4 2 18.223 14.5784

1 4 18.223 72.8920.3 2 18.223 10.93381.4 1 18.223 25.5122

Curb38.216 56.469 94.685

0.15 0.15 0.3 0.3conc 9.3815120mm RSB 66 0.6 39.6 7forms 11.4648 2.928 3.9155738

grouted riprap 20.455265519 18.223

56.469 0.3622388482

LINED DITCH56.469

CHB 1.4 1.4 79.0566 1068CEMENT 16SAND 9CONCRETE 0.65 0.2 7.3409710mmDRB 660 1041.48

vert 1.6 95 304hor 67.7628 3 204xsectional 0.65 190 123.5dowel 0.3 95 28.5

4159.3362.7 56.469 152.4663

59.75 59.26 58.77 58.29 57.8 57.44 572.412003.435

5,709.64 5 1.7 187.424 1593.104

1.57 kg

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

33.51 33.28 33.04 32.8 32.57 32.33 32.09 31.8559.75 59.26 58.77 58.29 57.8 57.44

101.2389

8,602.19 Total Length Size Unit Weight TotalWeight

188.6 20mm 2.466 465.09 188.6 20mm 2.466 465.09 168 20mm 2.466 414.29 168 20mm 2.466 414.29

829.6 20mm 2.466 2,045.79 1536 16mm 1.578 2,423.81

1024.8 12mm 0.888 910.02

128.8 20mm 2.466 317.62 128.8 20mm 2.466 317.62 168 20mm 2.466 414.29 168 20mm 2.466 414.29

33.10 12.756112.75616.01359

132.59 14.578472.892

10.933825.5122

1144.82

31.61 31.38 31.14 30.9 30.77 553.7572.41

31.61 31.38 31.14 30.9 30.77 553.7572.41

31.61 31.38 31.14 30.9 30.77 553.7572.41

CRAFT HAVEN INTERNATIONAL SERVICES INCORPORATEDCONSTRUCTION OF 1.9-Ha. CONTAINER YARD EXTENSIONKM 15, PANACAN, DAVAO CITY

OPTION 1: JOINTED PORTLAND CONCRETE PAVEMENTLN DESCRIPTION UNIT QUANTITY UNIT PRICE AMOUNT % WeightA PRELIMINARIES

Building Permit lot 1.00 90,000.00 90,000.00 Temporary Facilities lot 1.00 300,000.00 300,000.00

Sub Total 390,000.00 #REF!B EARTHWORKS

1 Excavation 3,824.05 156.80 599,610.76 2 Embankment at Subgrade (Item 201-Aggregates Base Course) H=0.40m 815.80 2,182.52 1,780,493.17 3 Stabilizing Layer (Compacted Item 201-Aggregate Base Course every 200mm layer) H=0.4m) 815.80 912.09 744,080.24

Sub Total 3,124,184.17 #REF!C GEOGRID & GEOTEXTILE (INSTALLATION COST ONLY)

4 Geotextile TS-85 4,159.34 9.54 39,680.07 5 Geogrid TX160 5,709.64 10.60 60,522.16

Sub Total 100,202.23 #REF!D RIGID PAVEMENT

Container Yard6 Item 202 - Crushed Aggregate Base Course (300mm thick) 611.85 #REF! #REF!

7A Jointed Portland Cement Pavement (JPCP) 4000Psi @28 days #REF! #REF! #REF!7B Jointed Portland Cement Pavement (JPCP) 4000Psi @7 days #REF! #REF! #REF!

8 Kg 480.34 #REF! #REF!9 Kg 999.99 #REF! #REF!

10 Kg 1,793.43 #REF! #REF!Sub Total #REF! #REF!

E DRAINAGE SYSTEM11 Structure Excavation 146.40 551.98 80,808.92 12 Demolition of Existing Pavement 27.33 1,585.69 43,344.04 13 Structural Concrete 33.10 6,515.02 215,660.71 14 Reinforcing Steel Bars Kg 8,602.19 120.99 1,040,779.31 15 Formworks 132.59 1,140.37 151,202.28 16 CHB Lined Canal lm 56.47 #REF! #REF!17 Grouted Riprap 20.46 #REF! #REF!18 Concrete Curb lm 94.69 #REF! #REF!

Sub Total #REF! #REF!

PROJECT COST (EXCLUSDING GEOSYNTHETICS MATERIAL COST) #REF! #REF!

F GEOGRID & GEOTEXTILE (MATERIAL COST ONLY)1 Geotextile TS-85 4,159.34 238.00 989,922.04 2 Geogrid TX160 5,709.64 338.70 1,933,854.24

Sub Total 2,923,776.27 #REF!

TOTAL PROJECT COST #REF! #REF!

Variance from the previously submitted cost #REF!

m3m3m3

m2m2

m3m3m4

Reinforcing Steel Bars: 6mm Deformed Round Bars DOWEL SEATReinforcing Steel Bars: 12mm Deformed Round Bars HOLDERReinforcing Steel Bars: 16mm Plain Bars DOWEL BAR

m3m3m3

m2

m3

m2m2

DETAILED UNIT PRICE ANALYSIS

ITEM NO. 1 QUANTITY : 3,824.05 DESCRIPTION : Electrical Support Structures (C-Purling Set up) UNIT PRICE : 156.8

MATERIALSSN Description Unit Qty Unit Price Amount 1 C- Purling 1.5x50mmx150mm 1 165 600 99,000.00 2 Round Bar 12mm 1 85 150 12,750.00 3 Flat Bar 1" 1 60 350 21,000.00 4 Thread Rod 1 80 350 28,000.00 5 Bolt and Washer 1 400 20 8,000.00 6 Epoxy Primer 1 12 585 7,020.00 7 Channel 1 100 980 98,000.00 6 Bracket 1 100 45 4,500.00

Sub-Total (Materials) 278,270.00 EQUIPMENT

SN Description Qty Day Rate Amount 1 Steel Cutter 2 8.00 500 8,000.00 2 Welding Machine 2 8.00 500 8,000.00 3 Air Compressor 2 8.00 500 8,000.00 4 Electric Drill 2 10.00 500 10,000.00 5 Scaffolding Set up 18 20.00 15 5,400.00

Sub-Total (Equipment) 39,400.00 MANPOWER

SN Description Qty Days Daily Rate Amount 1 Lead Man-Dayshift (D) 2 20.00 500 20,000.00 2 Skilled Worker D 4 20.00 400 32,000.00 3 Unskilled Worker D 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

Sub-Total (Manpower) 162,000.00 Total 479,670.00

12% VAT 57,560.40 5% Contigencies

2% Withholding Tax 9,593.40 3% Supervision 14,390.10

8% Contractor's Profit 38,373.60 119,917.50

GRAND TOTAL 599,587.50 599,587.50

PAY ITEM PRICE 156.80


ITEM NO. 2 QUANTITY : 815.80 DESCRIPTION : Electrical Rough-in /Wiring Top UNIT PRICE : 2182.52

MATERIALSSN Description Unit Qty Unit Price Amount 1 Electrical Wire 3.5 sq.mm mtrs 15,500 28 434,000.00 2 Cable tie 4" pcs 7500 5 37,500.00 3 Electrical Tape rlls 450 40 18,000.00 4 Electrical Wire 2.0 sq.mm mtrs 13800 25 345,000.00 5 EMT Pipe 15mm length 150 200 30,000.00 6 EMT Pipe 20mm length 100 300 30,000.00 7 EMT Pipe 25mm length 100 412 41,200.00 8 EMT Elbow 15mm pcs 350 20 7,000.00 9 EMT Elbow 20mm pcs 200 30 6,000.00 10 EMT Elbow 25mm pcs 75 52 3,900.00 11 EMT Coupling 15mm pcs 500 10 5,000.00 12 EMT Coupling 20mm pcs 300 15 4,500.00 13 EMT Coupling 25mm pcs 80 20 1,600.00 14 EMT Adaptor 15mm pcs 450 10 4,500.00 15 EMT Adaptor 20mm pcs 250 15 3,750.00 16 EMT Adaptor 25mm pcs 50 20 1,000.00 17 Thread Rod pcs 150 350 52,500.00 18 Channel pcs 100 980 98,000.00 19 Bracket pcs 100 45 4,500.00 20 Metal Flexible Hose mtrs 300 35 10,500.00 21 Metal Junction Box D.T. w/cover pcs 200 55 11,000.00 22 Metal Square Box pcs 150 110 16,500.00 24 Metal Flange 1/2" pcs 250 115 28,750.00

25 G.I. Pipe s-20 length 125 350 43,750.00 26 Epoxy gal 4 585 2,340.00 27 Rivets pcs 1200 1 1,200.00

Sub-Total (Materials) 1,241,990.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Scalfholding 18 20.00 15 5,400.00 2 Electric Drill 2 10.00 500 10,000.00 3 Electric Cutter 1 5.00 500 2,500.00 2 Electric Threader 1 5.00 500 2,500.00


SN Description Qty Days Daily Rate Amount 1 Lead Man-Dayshift (D) 2 20.00 500 20,000.00 2 Skilled Worker D 4 20.00 400 32,000.00 3 Unskilled Worker D 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

Sub-Total (Manpower) 162,000.00 Total 1,424,390.00



8% Contractor's Profit 113,951.20 356,097.50 GRAND TOTAL 1,780,487.50 1,780,487.50

PAY ITEM PRICE 2,182.52


ITEM NO. 3 QUANTITY : 815.80 DESCRIPTION : Electical Rough-ins Bottom UNIT PRICE : 912.09

MATERIALSSN Description Unit Qty Unit Price Amount 1 PVC Pipe 3/4" lght 970.00 70 67,900.00 2 PVC Elbow 3/4" lght 160.00 25 4,000.00

3 Tie Wire kg 25.00 80 2,000.00 4 Hacksaw Blade pcs 6.00 60 360.00 5 Electrical Wire 2.0sqmm mtr 3000 25 75,000.00

6 Electrical Wire 3.5sqmm mtr 4300 30 129,000.00 7 Electrical Wire 5.5sqmm mtr 3250 40 130,000.00

Sub-Total (Materials) 408,260.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Mini Jack Hammer 2 10.00 500 10,000.00 2 Concrete Cutter 2 10.00 500 10,000.00

-

Electric Power Consumption 25% 5,000.00


SN Description Qty Days Daily Rate Amount 1 Lead Man 2 20.00 500 20,000.00 2 Skilled Worker 4 20.00 400 32,000.00 3 Unskilled Worker 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

Sub-Total (Manpower) 162,000.00 Total 595,260.00



8% Contractor's Profit 47,620.80 148,815.00 GRAND TOTAL 744,075.00 744,075.00



ITEM NO. 4 QUANTITY : 4,159.34 DESCRIPTION : Fixture (Pop -up, Switches and PanelBoards) UNIT PRICE : 594.77

MATERIALSSN Description Unit Qty Unit Price Amount 1 Pou-up C.o. sets 95.00 2850 270,750.00 2 Switch 3gang sets 20 220 4,400.00 3 Switch 2gang sets 2 180 360.00 4 Switch 1gang sets 2 102 204.00 5 Switch Cabinet sets 1 7500 7,500.00 6 Panel Boards 30br sets 1 59800 59,800.00 7 Panel Boards 22br sets 1 68500 68,500.00 8 MDP Panel Boards sets 1 138500 138,500.00 9 Panel Boards 4br sets 1 76850 76,850.00

10 EMT Pipe 100mm length 12 2950 35,400.00 11 EMT Elbow 100mm pcs 6 1250 7,500.00 12 EMT Coupling 100mm pcs 12 520 6,240.00 13 EMT Adaptor 100mm sets 4 485 1,940.00 14 EMT Pipe 63mm length 30 1350 40,500.00 15 EMT Elbow 63mm pcs 10 550 5,500.00 16 EMT Coupling 63mm pcs 12 115 1,380.00 17 EMT Adaptor 63mm pcs 10 125 1,250.00 18 Electrical Wire150sq.mm mtrs 150 850 127,500.00 19 Electrical Wire80sq.mm mtrs 300 630 189,000.00 20 Electrical Wire30sq.mm mtrs 90 7500 675,000.00 21 Solderless Connector 150 pcs 10 680 6,800.00 22 Rubber Tape rolls 10 185 1,850.00 23 EMT Pipe 40mm length 2 725 1,450.00 24 EMT Elbow 40mm pcs 3 168 504.00 25 EMT Coupling 40mm pcs 6 65 390.00 26 EMT Adaptor 40mm sets 4 65 260.00 27 EMT Pipe 32mm length 4 660 2,640.00 28 EMT Elbow 32mm pcs 4 125 500.00 29 EMT Coupling 32mm pcs 6 60 360.00 30 EMT Adaptor 32mm pcs 5 60 300.00 31 Electrical Wire38sq.mm mtrs 90 370 33,300.00 32 Electrical Wire14sq.mm mtrs 90 135 12,150.00 33 Electrical Wire22sq.mm mtrs 90 168 15,120.00 34 Electrical Wire8sq.mm mtrs 120 70 8,400.00

Sub-Total (Materials) 1,802,098.00 EQUIPMENT

SN Description Qty Days Rate Amount 1 Scalfholding 18 20.00 15 5,400.00 2 Electric Drill 2 5.00 500 5,000.00

3 Mini Jack Hammer 2 5.00 500 5,000.00


SN Description Qty Days Daily Rate Amount 1 Lead Man 2 20.00 500 20,000.00 2 Skilled Worker 4 20.00 400 32,000.00 3 Unskilled Worker 4 20.00 300 24,000.00 4 Lead Man-Nightshift (N) 2 20.00 550 22,000.00 5 Skilled Worker N 4 20.00 450 36,000.00 6 Unskilled Worker N 4 20.00 350 28,000.00

2850Sub-Total (Manpower) 162,000.00 1705.263

Total 1,979,498.00 4555.26312% VAT 237,539.76

5% Contigencies2% Withholding Tax 39,589.96

3% Supervision 59,384.94 8% Contractor's Profit 158,359.84 494,874.50

GRAND TOTAL 2,474,372.50 2,474,372.50


Sheet1summaryE.Support StructureE.Rough-in TopE.Rougn-in BottomE.Fixture TopBottom

Documents

Quantity Calculation (Fel) Rev2 (OPTION 2)